HomeMy WebLinkAbout107 C6.1 - CONSTRUCTION DETAILSPROJECT NO:
DATE:
ENGINEER:
REVISIONS
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SHEET OF
ELC
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8 BOZEMAN, MONTANATAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES DCIVIL SITE PLAN SUBMITTALBABCOCK 5-PLEX8
C6.1 CONSTRUCTION DETAILSCONCRETE SIDEWALK DETAIL7SCALE: NTS
INTEGRAL CONCRETE CURB & GUTTER1SCALE: NTS
1.50%
1.50%
24" MIN
INSTALL DETECTABLE
WARNING SURFACE ACROSS
ENTIRE WIDTH OF RAMP
1:12 MAX6" THICK CONCRETE RAMP AND
LEVEL LANDING PAD
W/ 3" COMPACTED GRAVEL BASE
DROP CURB (NO LIP)
INTEGRAL CURB
& GUTTER
18" TRANSITION FROM
DROP CURB TO FULL
HEIGHT CURB
5'x5' MIN. LEVEL
LANDING PAD
2% MAX2% MAX
SIDEWALK
PER PLAN
5% MAX
SLOPE WITHIN
4' OF CURB
ADA SIDEWALK RAMP DETAIL3SCALE: NTS 2% MAXNOTE: ANY RECOMMENDATIONS IN THE SITE GEOTECHNICAL REPORT REGARDING
ASPHALT AND BASE GRAVEL SECTIONS SHALL TAKE PRECEDENCE OVER THIS DETAIL
ASPHALT PAVEMENT SECTION2SCALE: NTS
MIRAFI 500X GEOTEXTILE FABRIC
OR APPROVED EQUAL
COMPACTED SUBGRADE
6" THICK SECTION OF 1.5"
MINUS CRUSHED GRAVEL
12" THICK SECTION OF 6" MINUS
PIT RUN BASE GRAVEL
3" THICK SECTION OF COMPACTED
ASPHALT PAVEMENT
8
CONCRETE GARBAGE PAD DETAIL4SCALE: NTS
COMPACTED SUBGRADE
95% ASTM D698
3" THICK SECTION OF
WASHED ROCK
6" THICK CONCRETE SLAB, 4,000 PSI CONCRETE
WITH FIBER MESH AT A RATE OF 1.5 LB/CY2% MAX SLOPE TO DRAIN
SEE PLANS
NOTES: 1. PROVIDE TRANSVERSE CONTRACTION JOINTS CUT WITH A MAXIMUM
SPACING OF 6 FEET. JOINTS SHALL BE CUT AT LEAST 1" DEEP
(RUN JOINTER WHEN SLAB IS STILL WET)
2. EXPANSION JOINTS SHALL BE PLACED AT APPROXIMATELY 25 FOOT
INTERVALS AND AT JUNCTIONS WITH OTHER SIDEWALKS, CURBS, APRONS,
BUILDINGS AND SLABS.
3. ROUND ALL SIDE EDGES AND JOINT EDGES WITH EDGING TOOL.
INTERNATIONAL SYMBOL
OF ACCESSIBILITY.
4" THICK SOLID YELLOW
PAINTED LINES
26'2% MAX SLOPE IN ALL
DIRECTIONS ACROSS ADA
STALL AND LOADING ZONE
ADA PARKING SIGN
PER DETAIL
ADA PARKING STALL AND SIDEWALK RAMP DETAIL5SCALE: NTS
1:12 MAX
ADA STALL
WITDH PER PLAN
(8' TYP.)
LOADING ZONE
WIDTH PER PLAN
(8' TYP.)
36" MIN.
DROP CURB 4"
2 1
4" x 30" 12 GAUGE NON-PERFORATED SQUARE
TUBE SIGN POST SLEEVE
(TELSPAR "QUIK PUNCH" OR APPROVED EQUAL)
INSERT SIGN POST 18" INTO SLEEVE
M-4000 CONCRETE ANCHOR
9"
24"
FINISH GRADE 2"
2" PERFORATED SQUARE TUBE
POST (14 GAUGE)
FASTEN POST TO SLEEVE WITH 516" CORNER BOLT
(A325) 1 12" ABOVE FINISH GRADE. INSERT BOLT HEAD
FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT
DRIVE RIVET INTO OPPOSITE SIDE.
SIGN POST FOUNDATION DETAIL
ADA SIGN POST INSTALLATION DETAIL6SCALE: NTS
RESERVED
PARKING
SIGN DETAIL
PERMIT
REQUIRED
$100 FINE
VAN-ACCESSIBLE
SIGN MOUNTED PER MANUFACTURER
SPECIFICATIONS. MUTCD R7-8 RESERVED
PARKING SIGN TO CONFORM WITH THE
CITY OF BOZEMAN STANDARDS.
2" PERFORATED
SQUARE TUBE POST
VAN ACCESSIBLE SIGN
WHERE NOTED ON SITE PLAN
INSTALL DETECTABLE
WARNING SURFACE ACROSS
ENTIRE WIDTH OF RAMP
CURB AND GUTTER PER PLAN
587-01
1/7/2025